海南流沙港组致密砂岩体积压裂工艺研究及应用

福山凹陷流沙港组致密砂岩是海南福山油田勘探开发的重要目标之一。受复杂构造演化影响,该区致密砂岩具有砂泥薄互层明显、低孔低渗、高温等特征,为了解决以往储层改造中经常出现的施工压力高、缝高失控、砂堵、单井产量低、压裂后产量下降快等问题。借鉴非常规体积压裂技术,采用变排量、人工隔层控缝高、暂堵转向等工艺,同时进一步优化压裂液,应用纳米增效洗油剂,在福山油田致密砂岩开展了4口井次试验。研究结果表明：非常规体积压裂技术可有效降低砂堵风险,提高福山油田致密砂岩储层的改造效果。变排量、人工隔层控缝高、暂堵转向压裂等储层改造工艺的实施,有效控制了缝高,提高了储层的压开程度。纳米增效洗油剂的应用,最大限度地降低了液体对地层和裂缝的伤害,发挥了纳米液滴渗吸洗油作用,增加了油气井的稳产期。     

阿拉善地块东北缘狼山地区大红山组沉积时代、物质来源及区域构造意义

阿拉善地块位于中亚造山带南缘,是研究中亚造山带南缘二叠纪构造背景及演化的关键地区。本研究在阿拉善地块东北缘狼山地区野外调查的基础上,对狼山地区大红山组地层进行古流向、碎屑锆石LA-ICP-MS U-Pb定年和砂岩碎屑组分分析。研究表明砾石最大扁平面倾向为SWW—NWW,指示大红山组地层沉积时的古水流的流向总体呈现自西向东,推测大红山组砾石主要来自狼山西部地区。砂岩中碎屑锆石最小年龄峰值为275 Ma和278 Ma,表明大红山组沉积时代不早于中二叠世早期。砂岩的碎屑组分分析和碎屑锆石年龄谱指示大红山组可能来自于晚古生代诺尔公—狼山弧,砾石的古流向分析和碎屑锆石年龄谱推测大红山组砾石极有可能来自于阿拉善地块前寒武纪变质基底。结合诺尔公—狼山构造带晚古生代大陆岩浆弧的存在,认为二叠系大红山组地层沉积于弧背前陆盆地的构造背景。     

川西坳陷什邡地区蓬莱镇组天然气藏特征及成藏过程分析

川西坳陷什邡地区蓬莱镇组气藏属于浅层常规—致密砂岩次生气藏,其形成机制不同于下伏须家河组储层的致密砂岩气。研究区内主要发育岩性圈闭,天然气来自于下伏须家河组煤系烃源岩及部分受到调整和改造的须家河组原生气藏,经长距离运移后在蓬莱镇组圈闭中聚集成藏。气层集中在蓬莱镇组中上部,天然气干燥系数大,以煤型气为主。流体包裹体分析表明,研究区内蓬莱镇组共经历3期热流体活动,前两期分别为液态烃充注及气液混合烃充注,但并未形成规模油藏;第3期为大规模天然气充注,对应成藏时间为晚白垩世晚期至古近纪早期(78~34Ma)。在此基础上,结合地质构造演化、烃源岩生排烃期、储层致密化窗口及生储盖组合特征,确定了蓬莱镇组天然气藏的形成过程及成藏特征:蓬莱镇组下部储层在晚白垩世中期达到致密化,已不利于天然气聚集成藏;喜山运动时期,下伏须家河组气藏受到调整和改造,早期发育的深大断裂得以扩展,大量深部气源沿断层向上运移至蓬莱镇组中上部,形成了浅层次生气藏。     

内蒙古塔木素地区砂岩型铀矿床热活动与铀矿化之间关系

巴音戈壁盆塔木素地区砂岩型铀矿目的层普遍固结,矿体多层但连续性差,分布不规律,后生改造特征明显。本文通过野外露头调查、岩芯观察和微观分析,发现该地区普遍发育穿层脉状石膏或方解石、热液金属硫化物矿物、矿物重结晶与新生胶结物等,出现硫酸盐-金属硫化物共生矿物和S同位素分馏,指示存在后生热流体活动。通过对矿体、矿石特征及铀矿物成因的分析,初步认为热改造对成矿控制主要发生在层间氧化作用后期,温度升高造成碳酸钙和硫酸钙沉淀、重结晶,破坏含矿溶液中碳酸铀酰络合物的平衡,造成U的沉淀,促使铀矿化进一步富集。     

鄂尔多斯盆地大牛地地区致密砂岩石英溶解作用及其对优质储集层的影响

储集层孔隙成因机制是致密砂岩储集层评价和预测必须解决的基本问题。本文以储集层微观分析为基础,对鄂尔多斯盆地大牛地气田石炭-二叠系致密砂岩储集层孔隙成因类型及其和优质储集层成因的关系进行了研究。结果表明,研究区致密砂岩储集层中碎屑石英颗粒存在明显的直接溶解现象,并形成了以石英溶解为主的储集空间类型,这种石英溶解是碱性成岩环境作用的结果,致密砂岩储集层的发育程度仍然和孔隙度以及组分的溶解作用有密切关系,碱不稳定矿物的溶蚀量一般为1%~23%,石英溶解型孔隙对储集层孔隙的贡献率一般可以达到60%~90%,碱溶蚀量达到5%以上时有利于优质储集层的形成;石英溶解作用较强的位置主要是颗粒边部的粒间孔隙周围,这种类型的溶解形成于储集层经历较强的压实成岩改造之后,所形成的溶解孔隙在后期的持续性压实过程中损失程度较低;石英溶解作用的强弱决定了储集层物性的最终发育程度以及优质储集层的形成。     

浅谈清江观赏石的岩性特征及颜色成因

本文在前人资料的基础上,结合多年奇石开发利用和实地考察经验,介绍了清江观赏石的分类与特点,归纳总结了其形成的地质背景及岩性特征,并从铁质来源与填充、浓度变化和气候周期影响等几个方面分析了清江观赏石的颜色成因。     

Polygonal deformation bands

We report for the first time the occurrence of polygonal faults in sandstone, which is compelling given that layer-bound polygonal fault systems have been observed so far only in fine-grained sediments such as clay and chalk. The polygonal faults are shear deformation bands that developed under shallow burial conditions via strain hardening in dm-wide zones. The edges of the polygons are 1–5 m long. The shear deformation bands are organized as conjugate faults along each edge of the polygon and form characteristic horst-like structures. The individual deformation bands have slip magnitudes ranging from a few mm to 1.5 cm; the cumulative average slip magnitude in a zone is up to 10 cm. The deformation bands heaves, in aggregate form, accommodate a small isotropic horizontal extension (strain <0.005). The individual shear deformation bands show abutting T-junctions, veering, curving, and merging where they mechanically interact. Crosscutting relationships are rare. The interactions of the deformation bands are similar to those of mode I opening fractures. The documented fault networks have important implications for evaluating the geometry of km-scale polygonal fault systems in the subsurface, top seal integrity, as well as constraining paleo-tectonic stress regimes.     

新疆克拉玛依油田一中区克拉玛依组辫状河储层砂体类型及分布特征

通过露头实测、岩心观察及测录井资料分析等结果表明,克拉玛依油田一中区克拉玛依组S7、S5和S4砂层组沉积时期以发育辫状河为特征,可进一步划分为近源砾质辫状河、远源砾质辫状河和砂质辫状河沉积3种类型。上述3种类型的辫状河沉积在沉积特征、河道空间叠置样式及组合关系等方面存在明显的差异。近源砾质辫状河河道岩性以砾岩为主,为中孔低渗储层。单河道沉积厚度2~4.5m,宽度500~800m,表现为河道-河道直接接触的连片组合方式;远源砾质辫状河河道岩性仍以砾岩为主,含少量砂岩,物性较近源砾质辫状河略好,为中孔低渗储层。单河道沉积厚度为1.5~4m,河道砂体宽度400~750m,表现为河道-溢岸-河道的连片组合方式;砂质辫状河河道岩性以砂岩为主,为中孔低渗储层,物性优于砾质辫状河。单层厚度为0.5~2.5m,宽度为300~700m,但河道沉积分布范围有限,河道之间多为带状或交织带状组合方式。根据上述对比分析认为砾质辫状河河道砂体虽然物性相对较差、非均质性较强,但砂体厚度大、分布广泛、连通性好,目前为全区主要油气开发的目的层;砂质辫状河河道砂体尽管物性较好,但由于厚度较薄,分布局限,仅在东部地区其累计厚度较大,当与其它成藏条件匹配时,可形成具有开发潜力的目的层。     

Modelling of anisotropic damage in brittle rocks under compression dominated stresses

A new model for describing induced anisotropic damage in brittle rocks is proposed. Although phenomenological, the model is based on physical grounds of micromechanical analysis. Induced damage is represented by a second rank tensor, which is related to the density and orientation of microcracks. Damage evolution is related to the propagation condition of microcracks. The onset of microcrack coalescence leading to softening behaviour is also considered. The effective elastic compliance of the damaged material is obtained from a specific form of Gibbs potential. Irreversible damage‐related strains due to residual opening of microcracks after unloading are also captured. All the model's parameters could be determined from conventional triaxial compression tests. The proposed model is applied to a typical brittle rock. Comparison between test data and numerical simulations shows an overall good agreement. The proposed model is able to describe the main features related to induced microcracks in brittle geomaterials. Copyright © 2002 John Wiley & Sons, Ltd.     

Geochemical discriminations of sandstones from the Mohe Foreland basin,northeastern China: Tectonic setting and provenance

The Mohe region near the border area of China with Russia is in Heilongjiang Province. Topographically the area consists of lower mountains or hills situated at the northern end of the Da Hinggan Mountains. Struc-turally the Mohe basin rests on the north margin of the Ergun Block, and the Mongol-Okhotsk Orogen is lo-cated to the north of the basin. Due to poor access conditions and good vegetation coverage, previous researches on the basin are much weak with few spe-cial geological inves…